書誌事項
- タイトル別名
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- STUDY ON BUCKLING-RESTRAINED BRACES HAVING LARGE CUMULATIVE PLASTIC STRAIN ENERGY RATIO
- ルイセキ ソセイ ワイ エネルギーリツ ノ オオキナ ザクツコウソク ブレース ノ ケンキュウ
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The authors have studied the buckling-restrained brace providing stable hysteretic characteristic even under high-strain conditions. Structural performance of the buckling-restrained brace is represented by the evaluation formula that is the lower limit of the cumulative plastic strain energy ratio. However, when the duration of earthquakes gets extraordinarily longer, it is necessary to research and develop a new buckling-restrained brace with more high capacity of energy dissipation. In this paper, our past studies are analyzed and the conditions of high-performance of buckling-restrained braces are extracted. The considered buckling-restrained brace is tested. As a result, the buckling-restrained brace having large cumulative plastic strain energy ratio has been proposed.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 79 (701), 1015-1023, 2014
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680580512256
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- NII論文ID
- 130004696211
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 025631476
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
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- 抄録ライセンスフラグ
- 使用不可